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Structural Response of Tall RC Systems under Blast Pressure Loading Abla Krouma1,a*, Zubair Imam Syed2,b 1Department of Civil Engineering, University of Ottawa, Canada 2Engineers Australia, Australia aakrou104@uottawa.ca, bzsyed@engineersaustralia.org.au Keywords: Blast loads, Structural systems, Outrigger system, Tube-in-tube system, Standoff distance, explosive charge weight Abstract.
Chowdhury, “Parametric study of blast loads on structures,” Asian Journal of Civil Engineering, pp. 1–22, May 2024, doi: 10.1007/s42107-024-01055-3
Journal of Science, Engineering and Technology Research, vol. 5, no. 5, pp. 1328–1334, 2016
Ramsay, “Blast Loading and Blast Effects on Structures – An Overview,” Electronic journal of structural engineering, no. 1, 2007
[27] American Society for Civil Engineers, ASCE/SEI 7-22: Minimum Design Loads for Buildings and Other Structures.

Effects of Substitution of Fine Aggregate with Recycled Asphalt Pavement on Compressive Strength of Normal Concrete Masiya Sanchaiwut1,a, Jaksada Thumrongvut1,b*, Saksith Pantawee1,c and Sittichai Seangatith2,d 1Innovation and Sustainability in Structural Engineering (ISSE) Research Group, Department of Civil Engineering, Faculty of Engineering and Technology, Rajamangala University of Technology Isan, Nakhon Ratchasima 30000, Thailand 2School of Civil Engineering, Institute of Engineering, Suranaree University of Technology, Nakhon Ratchasima 30000, Thailand amasiya.sa@rmuti.ac.th, b*jaksada.th@rmuti.ac.th, csaksith.pa@rmuti.ac.th, dsitichai@sut.ac.th Keywords: Recycled Asphalt Pavement, Fine Aggregate, Compressive Strength, Mix Design Proportion Abstract.
Finally, the compressive strength prediction equation for concrete containing the fine RAP as a mixture can be utilized to evaluate compressive strength with acceptable engineering errors.
Acknowledgments The author wishes to express thankfulness to the Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan for contributing all of the testing instruments used in this study.
Environmental Engineering, 16(2) (1999), 105-116
Journal of Engineering Research. 6(1) (2009), 37-45

Study on Concrete Beams Reinforced by Steel Wires Mingquan Liu a, Xiaozhi Lib Department of Civil Engineering, Tangshan College, Tangshan, 063000, China almq_1009@sina.com, blxzh0825@sina.com Keywords: Steel Wires, Reinforcement, Ultimate bending capacity Abstract.
Strengthening and energy saving is an important engineering of existing buildings.
Finally, based on experimental study, the formula of ultimate bending capacity which can be used in engineering design is presented.
Journal of Hydraulic Engineering, Vol. 6 (2002), p. 43-46.
Journal of Structural Engineering.

PREFACE 2012 International Conference of Green Building Materials and Energy-saving Construction (GBMEC 2012) is launched by Information Technology & Industrial Engineering Research Center.
The book title of this conference is "Green Building and Sustainable Civil Engineering".
Zhang, Nanyang Normal University , China Publication Chair Zhenyu Du, Information Technology and Industrial Engineering Research Center, Hong Kong Program Committee X.P.Zhou, University of Canberra , Australia D.
Wu, Information Technology and Industrial Engineering Research Center, Hong Kong Sponsors Information Technology & Industrial Engineering Research Center

Modern business strategy Customer Relationship Management in the area of civil engineering (2014) Applied Mechanics and Materials, 678, pp. 644-647
Present Status and Future Problems on the Impact Resistance Performance Design of Civil Engineering Protective Structures (2014) Applied Mechanics and Materials, 566, pp. 10-25
Role of engineering investigations in the scientific substantiation of earthen dams (2009) Power Technology and Engineering, 5, pp. 287-292
Modern business strategy Customer Relationship Management in the area of civil engineering (2014) Applied Mechanics and Materials, 678, pp. 644-647
Mathematical modeling of hydrodynamic failures and evaluation of losses sustained (2008) Power Technology and Engineering, 5, pp. 331-339

Engineering Structures, 49: 1068 - 1088
Engineering Structures, 30 (9), 2448-2459
Engineering Structures, 51: 188-199
“Behaviour of hybrid FRP-concrete-steel double-skin tubular columns. ” The 2nd International Conference on FRP Composites in Civil Engineering-CICE 2004, Adelaide, Australia, 811-818
Civil Engineering, Undergraduate thesis, The University of Adelaide.

The Effectiveness of Basalt Fiber in Lightweight Expanded Clay to Improve the Strength of Concrete Helicoidal Staircase CHIADIGHIKAOBI Paschal Chimeremeze1,a*, JEAN PAUL Vladimir2,b, CHRISTOPHER Kneel Stewart Brown3,c 1,2,3Department of Civil Engineering, Peoples Friendship University of Russia (RUDN University), 6 Miklukho - Maklaya Street, Moscow, 117198, Russian Federation.
Diao, Mechanical Performance and Numerical Simulation of Basalt Fiber Reinforced Concrete (BFRC) Using Double-K Fracture Model and Virtual Crack Closure Technique (VCCT), Hindawi, Advances in Civil Engineering: l. (2019).
Valenza, A Review on Basalt Fibre and Its Composites, Composites Part B: Engineering, 74 (2015) 74–94
Composites Part B: Engineering, 92 (2016) 142-150
Khimich, Cellular concrete for monolithic constructions, Industrial and Civil Construction, 3 (2013) 21–23

Investigation of Engineering Properties of Quarry Waste in the East of Thailand for Used as Fine Aggregate in Concrete S.
Saengmanee c Department of Civil Engineering, Faculty of Engineering, Srinakharinwirot University, Highway No.305, Nakhon Nayok, Thailand asuppachai@swu.ac.th, btitty_offy@hotmail.com, cz-eiw_7-11@hotmail.com Keywords: Quarry Waste, Fine Aggregate, Crushed Sand, Concrete Abstract.
The engineering properties of fine aggregate affect to the physical and mechanical properties of concrete.
This research aims to provide the information of engineering properties of quarry wastes for used as fine aggregate in concrete.
“Some Engineering Properties of Quarry Waste for Used as Fine Aggregate in Mortar” In Proceeding of 2012 Hong Kong International Conference on Engineering and Applied Science, December 14-16, 2013, Hong Kong, China

Research on the flexural behavior of BFRP Concrete Beams Baorong Huo 1,a,Guangning Yang 1,b ,Xiangdong Zhang 2,c 1.College of Architectural and Engineering ,Shenyang University, P.R.China, 110044 2.
College of Civil Engineering and Traffic, Liaoning Technical University,P.R.China 123000 ahbr_syu@163.com,byangguangning@163.com, czhxd2008@yahoo.com.cn Keywords: non-stripping BFRP, cracking load, ultimate load, load-deformation Abstract.
The design and application recommendations given by the results are of important theoretical and engineering significance to improve the fiber composite concrete structure design theory.
It provides a fundamental solution to steel corrosion, thus such application is gradually becoming a concern in the civil engineering[1].

I: Experiment and Numerical Simulation Method Baisong Du 1, 2, a, John (Zhongguo) Ma 2,b, Ling Luo 1, c 1School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing,400074, China 2Department of Civil and Environment Engineering, The University of Tennessee,Knoxville,37996,USA abaisongdu@gmail.com, b zma2@utk.edu, c luoling28@qq.com Keywords: Honeycomb Fiber-Reinforced Polymer (HFRP), Sandwich panel, Reduction of moduli, Random Mesh Size Method (RMSM), Microcracking, Debonding Abstract.
For the wide variety of FRP composites available for civil applications, the scarcity of performance records in cold regions poses a major problem for designers.
G.: Proceedings of the Third International Offshore and Polar Engineering Conference, Singapore(1993), p. 339-344
S. and Noor A.K.: Journal of Engineering Mechanics, Vol. 120(1994), p. 2044-2071
F.: Journal of Engineering Mechanics, Vol. 133(2007), p. 247-256.